CC construction work from Karasdev Sthan towards Swasa Maaf in village Balchair of development block Charkhari in district Mahoba.

Earth work In Cutting or in embenkment in moorum or soil mixed with kankar or gravel.excacation to be in the form of Reguler pits not exceeding 1/2 meter in depth and e/w in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also incuding 1.50 meter lifts and 30 m lead. The earth form cutting to be used in making embankment or to be deposited as soil banks within 30.00 meters distance as directed by the Engineer in Charge. PWD Schedule Item No. 253 (a)

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil)

Modified Subgrade (Moorum) Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (1) (i) using naturally occuring gravel (Moorum)

GSB Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

G-3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Machenical Means

CC Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Tech. specification clause 1501 PWD Item No. 6.4

P/ laying Rcc Pipe NP3 600 mm Dia as per design in single row as per Data Book SR No 9.3 Mord specification 1100 C

Supply and fixing of sign boad with of complete or as per directed by engineer charges.